用新方法探讨梁柱能量存续原理及控制偏非线性微分方程解析解

MR Akbari, Sara Akbari, Esmaeil Kalantari
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引用次数: 0

摘要

在本文中,我们研究并求解了梁柱上能量生存主方程中一个复杂的高度非线性梁柱微分方程,以展示我们发明的第一种方法的能力,我们将其命名为AYM (Akbari Yasna 's method)。当然,我们知道非线性梁柱过程是非常复杂的,控制它的微分方程也是非线性复型的。本文提出了一种新的解析解,可以方便地分析所有这类问题,对固体工程(土木和机械等)的非线性设计有很大的发展。最后,这种科学的方法可以在工程科学,特别是固体工程中非线性问题的解析解中创造一个伟大的现象。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Scrutiny of principle of energy survival in beam-columns and analytical solution of governing partial nonlinear differential equation by new approach AYM
In this manuscript, we investigate and solve a complicated highly nonlinear differential equations in the beam-column in the Energy Survival Principal equation on the beam-column to show the ability of the first invented method which we named it AYM (Akbari Yasna’s Method). Certainly, we know that nonlinear beam-column process are very complex, and the governing differential equations governing them are nonlinearity complex. In this paper we present a new analytical solution which can easily analyze all such problems and make a great evolution in the nonlinear designing in the solid engineering (civil and mechanical and etc.). Finally, this scientific approach can create a great phenomenon in the analytical solution of nonlinear problems in engineering sciences, especially in the solids engineering.
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